Center of Sanitary Engineering, National University of Rosario, Rosario, Argentina.
J Environ Sci Health A Tox Hazard Subst Environ Eng. 2011;46(11):1288-96. doi: 10.1080/10934529.2011.598835.
The ArCIS-UNR® arsenic and fluoride removal system which consists of a coagulation-adsorption process with initial pH adjustment and two filtration stages (up-flow gravel roughing filtration and rapid filtration), has been already described in previous studies. This process has been successfully implemented in full-scale plants in Argentina, with fluoride and total arsenic concentrations in raw water up to 2 mg/L and 200 μg/L, respectively. The aim of the present study is to optimize fluoride removal when it is >2.0 mg/L. The modifications proposed were to decrease the pH level to 6.4-6.6 at the roughing filter inlet and increase the pH level to 7.2-7.6 at the rapid filter inlet to decrease residual aluminum concentration. Laboratory and pilot scale studies were performed using natural water with fluoride concentrations ranging from 2.4 to 3.2 mg/L and arsenic concentrations from 60 to 90 μg/L. An optimal combination of operational parameters and the coagulant dose (polyaluminum chloride, PACl) was found, to achieve final concentrations of fluoride, arsenic and aluminum in treated water lower than those set by the regulations in force. Filtration run time was 10 to 12 hours; research studies are necessary to extend this period.
ArCIS-UNR® 砷和氟化物去除系统由混凝吸附过程组成,初始 pH 值调节和两个过滤阶段(上向流砾石粗滤和快速过滤),在之前的研究中已有描述。该工艺已在阿根廷的全规模工厂成功实施,原水中的氟化物和总砷浓度分别高达 2mg/L 和 200μg/L。本研究的目的是优化氟化物去除,当氟化物浓度>2.0mg/L 时。提出的改进措施是将粗滤器入口的 pH 值降低到 6.4-6.6,并将快速滤器入口的 pH 值提高到 7.2-7.6,以降低残留的铝浓度。使用氟化物浓度为 2.4 至 3.2mg/L、砷浓度为 60 至 90μg/L 的天然水进行了实验室和中试规模的研究。找到了最佳的操作参数和混凝剂剂量(聚合氯化铝,PACl)组合,以实现处理水中氟化物、砷和铝的最终浓度低于现行法规规定的浓度。过滤运行时间为 10 至 12 小时;需要进行研究以延长此时间。